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Ms. Katie Larsen June 29, 2018 Page 3 J. Turning lanes are proposed be added to access the development from Hodgson Road. Interior drives and parking areas are proposed. The intersection of Hodgson Road (CSAH 49) and Ash Street/County Road J (CSAH 32) has been identified in the City's Comprehensive Transportation Plan as a congested area of concern with the existing traffic volumes. Comments: 1. A Traffic Impact Study shall be prepared to provide an analysis of the existing LOS with and without the proposed development as outlined in the City's Zoning Code. 2. The intersections that should be analyzed are: • Hodgson Road (CSAH 49) at the proposed site entrance • Hodgson Road (CSAH 49) at Ash Street/CR J (CSAH 32) • Ash Street/CR J (CSAH 32) at proposed site entrance • Ash Street/CR J (CSAH 32) at St Albans Street 3. The Traffic Study and proposed site accesses shall be reviewed and approved by Anoka County. The proposed south access off Hodgson Road has been determined by Anoka County to be a right-in/right-out access. This intersection shall be included in the Traffic Study to determine the impact it will have on the adjacent intersections. 4. Future connection to County Road J will require participation and agreements with property owners to the south. Said agreements must be in place and recorded as part of the developer's agreement. Location and alignment of the southerly road extension must be consistent with the Master Planning Study of Hodgson Road and CR J, approved by Lino Lakes City Council on February 12, 2007. 5. The development shows the dedication of additional right of way along CSAH 49. This right of way will need to be adjusted based on Hodgson Road future improvement layouts. Review and approval by the Anoka County Highway Department will be required. 6. There shall be a 32 foot wide internal public road that connects the north Hodgson access to the south at CR J. 7. Private roadways shall be 26 foot wide. 8. A multi -use bituminous trail along CSAH 49 will be required from the north line of the development to County Road J. 9. The north Hodgson Road access will be a future signalized intersection and the internal roadway intersection shall be set back to accommodate. Aligned intersections is preferred. 10. Internal road intersections shall be 90 degrees for a minimum of 100 feet to accommodate turning for emergency services and site distances. • Environmental Based on the housing threshold, an Environmental Assessment Worksheet is not required. • Floodplain No Floodplain is present on the proposed Lyngblomsten development. S:\Community D—lopment\Pr jectsWlanning Cases\Lyngblomsten\Staff Reports\20180714 PZ Lyngblomsten CP\a4, 20180628 Engineering CPR-Lyngblomst